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0 <br />n <br />THE FNE MOST CRITICAL OF SURFACES SHOWN <br />MINIMUM FACTOR OF SAFETY = 2.118 <br />A PSEUDOSTATIC ANALYSIS HAS BEEN CONDUCTED <br />SEISMIC COEFFICIENT = 0.05 <br />n <br />O O <br />_ N <br />F- <br />Q <br />W <br />0 <br />N <br />U O <br />W <br />d' <br />O <br />O <br />ii <br />// ~j / <br />~j. /~_' <br />i / ~ i/ <br />//~//y/ <br />~G ... <br />. , <br />0 50 100 15D 200 250 300 350 4D0 <br />HORIZONTAL STATIONING (FT) <br />Water,Waste & Landlnc. <br />~, <br />FIGURE 5 <br />Rewlts of Analysis - High Phrealic Surtoce (Pseudo-Static) <br />Dates May, 1987 <br />Projects 2 I~ <br />• <br />